Journal of the Korean Recycled Construction Resources Institute (한국건설순환자원학회논문집)

Korean Recycled Construction Resources Institute (한국건설순환자원학회)
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Evaluation of Tension Behavior in FRP Hybrid Bar Affected by UV Exposure and Freezing/Thawing Tests

UV 폭로 및 동결융해 시험을 거친 FRP Hybrid Bar의 인장거동 평가

  • Yoon, Yong-Sik (Department of Civil Engineering, Hannam University) ;
  • Park, Jae-Sung (Department of Civil Engineering, Hannam University) ;
  • Park, Ki-Tae (Korea Institute of Civil Engineering and Building Technology) ;
  • Kwon, Seung-Jun (Department of Civil Engineering, Hannam University)
  • 윤용식 (한남대학교 건설시스템공학과) ;
  • 박재성 (한남대학교 건설시스템공학과) ;
  • 박기태 (한국건설기술연구원) ;
  • 권성준 (한남대학교 건설시스템공학과)
  • Received : 2017.02.27
  • Accepted : 2017.03.16
  • Published : 2017.06.30
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Abstract

The present work is for an evaluation of tension behavior and surface deterioration of FRP Hybrid Bar due to UV exposure and freezing/thawing(F/T) actions. For the work, FRP Hybrid Bar is subjected to UV exposure test, then F/T test is performed successively to 180 cycles. In FRP Hybrid Bar, no significant surface deterioration is evaluated after UV exposure. Tension hardening performance, a unique engineering advantage of FRP Hybrid Bar, is still maintained after F/T test. The performance in FRP Hybrid Bar exposed to UV is still effective. FRP Hybrid Bar exposed to UV have almost similar tension behavior of FRP Hybrid Bar without UV exposure. Although F/T cycles increase to 180, steel rebar, FRP Hybrid Bar, and FRP Hybrid Bar exposed to UV show no significant changes in tension behavior. In the work, UV exposure and F/T actions are evaluated to have little negative effect on surface deterioration and tensile performance in FRP Hybrid Bar, however spalling of silica coating due to impact should be considered since it affects bonding strength to outer concrete.

본 연구에서는 UV 폭로 및 동결융해 환경이 FRP Hybrid Bar의 인장거동 및 표면 열화에 미치는 영향을 평가하기 위해 FRP Hybrid Bar를 대상으로 UV 폭로 및 동결융해 시험을 실시하였다. FRP Hybrid Bar의 경우 UV 폭로 및 동결융해 180cycle 시험 전/후 외관적인 열화가 거의 발생하지 않았다. 또한 FRP Hybrid Bar의 주요 장점 중 하나인 인장경화특성은 동결융해 시험을 거친 이후에도 유지되었는데, 이는 UV 폭로시험을 거친 FRP Hybrid Bar에도 유효하게 평가되었다. UV 폭로시험을 거친 FRP Hybrid Bar는 일반 FRP Hybrid Bar와 거의 비슷한 인장거동을 나타내었으며, 동결융해 180cycle의 진행에도 불구하고 일반철근, FRP Hybrid Bar, UV 폭로를 거친 FRP Hybrid Bar의 인장거동은 큰 변화를 나타내지 않았다. 본 연구에서는 UV 폭로 및 동결융해 환경이 FRP Hybrid Bar의 외관 및 인장 특성에 큰 영향을 미치지 못하는 것으로 판단되지만, 충격에 따른 규사코팅의 박락은 콘크리트와의 부착력에 영향을 미치므로 이에 대한 고려가 필요하다.

Keywords

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